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#405 Meridian Remodel - Original Site Plan w Elevations.pdfy i� II it II it UN el 4600 Sture No. 405 3202 WUA'ftkst Ustmick Roacwl IN VICINITY MAPS. NORTH ITY MA T AP UlliTIP, Ll - ARCHITECTURE, PLANNING, INTE iOR5 833 SOUTH 200 EAST SALT LAKE CiTY, UTAH 54111 (801) 595-6400 - MECHANICAL/PLUMBING/ELECTRiCAL ENGINEER5 156 NO. 12TH AVE. POCATELLO, iD 83201 (205) 232-2511 REEVE & ASSOCIATES, INC. -CIVIL ENGINEER5, SURVEYING 4 LAND5CAPiNG 1320 CHAMFERS STREET, SUITE 14 OGDEN, UTAH 54403 (501) 621-3100 YE CO, LLC - SIGN MANUFACTURER ATTN: MATT WREN 2161 INDUSTRIAL DR. OGDEN, UTAH 84401 (801) 621-4110 JIMCO SALESMANUFACTURING - FUEL CANOPY FA5RiCATO5 ATTN: GREG MEYER 3113 ST. LOUiS AVE. FORT WORTH, TX 16110 (811) c324-6113 (MAIN ONCE) (801) 648-2524 (GREG'S CELL) OWNER'S E T TIV - JIM CHiLD, C.M. MAVERi1K COUNTRY STORES, INC. 880 WEST CENTER STREET NORTH SALT LAKE, UT 84054 (801) 936-5551 (JIM DiRECT) (801) 910-1060 (JiM CELL) NATIONAL-o iii INTERNATIONAL F• 20013 FUEL 00' IEGG ri-. OCCUP,4NC;Y CLA56iF I C;AT I ON: M DE5CRiPTiON: GAS STATiON / CONVENIENCE STORE CONSTRUCTION TYPE: V - 8 BUILDING HEIGHT. 20'-7 ,45OVE FINISHED FLOOR 5,451C ALLOW,45LE FLOOR AREA: 9,000 S.F. RETAIL AREA (iNCL. RE5TROOM5): 28ei5 S.F. MAIN BUILDING = 4k30 S.F. EXTERIOR FREEZER/COOLER = 1(00 S.F. FiRE SPiRiNKLER: NONE FiRE RESi5TANCE RATINGS OF EXTERIOR WALLS TABLE &01 ,AND C202 - NON -RATED OCCUPANT LOAD: MEIRC,ANTILE: OFFICE: 5TORAGE/REC./SVC.: TOTAL: EGRESS WIDTH.- D AT STOREFRONT DOOR NEAR ;RO 5HEET CONTENTS GENERAL G-0.0 TITLE, INDEX, AREA MAP AND CODE ANALYSIS. G-0-05 ENVELOPE COMCHECK Go-0.1 NOTE SHEET. CIVIL ENGINEERING Ci CIViL COVER/INDEX SHEET C2 CiViL NOTES SHEET G3 CIViL EXISTING SiTE PLAN C4 CIVIL PROPOSED SITE PLAN C5 CIVIL GRADING PLAN Cro CIVIL UTILITY PLAN Ci CIVIL DETAILS CS CIVIL DETAILS C9 CIViL STORM WATER POLLUTION PREVENTION PLAN CIO CIViL STORM WATER POLLUTION PREVENTION DETAILS LANDSCAPING Li LANDSCAPE PLAN L2 IRRIGATION PLAN ARCHITECTURAL A-0.0 ARCHITECTURAL SITE PLAN A-1.0 FLOOR SLAB PLAN A-1.1 FLOOR FRAMING PLAN A-13 EXIT 4 GO ER -GUARD PLAN A-15 EQUIPMENT PLAN A -I o REFLECTED CEILINGS PLAN A - i.i ROOF PLAN A-1.8 WALL TYPE PLAN A-2.1 EXTERIOR ELEVATIONS. A-22 EXTERIOR ELEVATIONS. A-23 CANOPY ELEVATIONS CSl CANOPY STRUCTURAL PLANS, NOTES AND DETAILS C52 CANOPY STRUCTURAL DETAILS C53 CANOPY STRUCTURAL DETAILS A-2.4 INTERIOR ELEVATIONS A-2.5 INTERIOR ELEVATIONS A-2b INTERIOR ELEVATIONS A-3.1 BUILDING SECTIONS. A-4.1 WALL SECTIONS. A-42 WALL SECTIONS. A-43 WALL SECTIONS. A-5.1 ENLARGE PLAN AND ELEVATIONS A-6.1 DOOR SCHEDULE A-1.1 WINDOW SCHEDULE A-8.1 FINISH SCHEDULE A-82 WALL TYPES A-53 WALL TYPES A-a.4 WALL TYPES A-9.1 MILLWORK CASH WRAP PLAN, SECTIONS AND ELEVATIONS A-92 CASHWRAP FRAMING A-93 DETAILS (DELI COUNTER AND CAPPUCCINO COUNTER) A-9.4 DETAILS (PASTRY ISLAND AND OFFICE) A-9.5 DETAILS (PLUMBING, CONDIMENT 4 HOTDOG COUNTER) A-9.6 DETAILS (DRINK/SLUSH WALL) A-10.1 DETAILS A-102 DETAILS A-103 DETAILS A-10.4 DETAILS A-10.5 DETAILS A-11.1 SIGN DETAIL STRUCTURAL DRAWINGS 51.0 GENERAL STRUCTURAL NOTES 6I.1 SPECIAL INSPECTIONS 4 TESTING 52.0 FOOTING a FOUNDATION PLAN 53.0 ROOF FRAMING PLAN 54.0 FRAMING DETAILS 54.1 FRAMING DETAILS 542 FRAMING DETAILS 55-0 TRELLIS PLANS AND DETAILS PLUMBING P1.0 PLUMBING SiTE PLAN P2.0 PLUM5iNG WASTE PLAN P2.1 PLUM5INGS WATER PLAN P22 PLUM5iNG WATER a GAS PLAN P23 PLUMBING WATER PLAN P2.4 PLUMBING WATER a GAS PLAN P3.0 PLUMBING NOTES, SCHEDULES 4 DETAILS P3.1 PLUMBING DETAILS P32 PLUMBING ISOMETRICS 4 ROOF DRAINS REFRIGERATION R-1.0 REFRIGERATION FLOOR PLAN R-2.0 REFRIGERATION ROOF PLAN R-DI REFRIGERATION DETAILS MECHANICAL M-1.0 MECHANICAL ROOF PLAN M-1.1 MECHANICAL FLOOR PLAN M-2.0 MECHANICAL DETAILS M-3.0 MECHANICAL COMCHECK ELECTRICAL E-0.0 ELECTRICAL NOTES 4 SCHEDULES E-1.0 ELECTRICAL SiTE PLAN E-1.1 CONDUIT AND CONDUCTOR SCHEDULE E-2.0 ELECTRICAL LIGHTING PLAN E-3.0 ELECTRICAL POWER PLAN E-3.1 ENLARGED POWER PLAN E-32 ELECTRICAL ROOM PANEL ELEVATIONS E-33 ELECTRICAL ROOF PLAN E-3.4 ELECTRICAL INTERIOR ELEVATIONS E-4.0 POWER RISER E-4.1 PANEL SCHEDULES E-5.0 ELECTRICAL GOMCHECK E-DI ELECTRICAL DETAILS FUEL DISPENSING DRAWINGS PE-1.0 FUEL PIPING PLAN PE-1.1 FUEL EQUIPMENT DETAILS PE-12 FUEL SYSTEM DETAILS PE -13 FUEL SYSTEM SCOPE OF WORK PE-1.4 FUEL SYSTEM WIRING DIAGRAM PE-1.5 FUEL SYSTEM CONTROL WIRING DIAGRAM dixon architecture, Planning. interiors 833 south 200 east salt lake city, ut 84111 phone: 801.595.6400 www.dixonsic.com CONSULTANTS NOTE: Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to the work covered by sub -bids. Bidder assumes full responsibility for errors or misinterpretations resulting from use of partial sets or Bidding Documents by itself or any sub -bidder. Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediately so that questions and concerns may be clarified by addendum. In the event of a conflict in the drawings, bidder should not assume that the least expensive option will meet the project requirements. ADVENTURE'S FIRST STOP r PkVEnm� CONSTRUCTION! # I DATE I DESC. ISSUE: _ N_OVEMBER 18, 2013 PROJECT NO: _ 9033 DRAWN BY: KJM CHECKED BY: TA SHEET TITLE COVER SHEET G-0.0 © 2013 DIXON 4600 Sture No. 405 3202 WUA'ftkst Ustmick Roacwl IN VICINITY MAPS. NORTH ITY MA T AP UlliTIP, Ll - ARCHITECTURE, PLANNING, INTE iOR5 833 SOUTH 200 EAST SALT LAKE CiTY, UTAH 54111 (801) 595-6400 - MECHANICAL/PLUMBING/ELECTRiCAL ENGINEER5 156 NO. 12TH AVE. POCATELLO, iD 83201 (205) 232-2511 REEVE & ASSOCIATES, INC. -CIVIL ENGINEER5, SURVEYING 4 LAND5CAPiNG 1320 CHAMFERS STREET, SUITE 14 OGDEN, UTAH 54403 (501) 621-3100 YE CO, LLC - SIGN MANUFACTURER ATTN: MATT WREN 2161 INDUSTRIAL DR. OGDEN, UTAH 84401 (801) 621-4110 JIMCO SALESMANUFACTURING - FUEL CANOPY FA5RiCATO5 ATTN: GREG MEYER 3113 ST. LOUiS AVE. FORT WORTH, TX 16110 (811) c324-6113 (MAIN ONCE) (801) 648-2524 (GREG'S CELL) OWNER'S E T TIV - JIM CHiLD, C.M. MAVERi1K COUNTRY STORES, INC. 880 WEST CENTER STREET NORTH SALT LAKE, UT 84054 (801) 936-5551 (JIM DiRECT) (801) 910-1060 (JiM CELL) NATIONAL-o iii INTERNATIONAL F• 20013 FUEL 00' IEGG ri-. OCCUP,4NC;Y CLA56iF I C;AT I ON: M DE5CRiPTiON: GAS STATiON / CONVENIENCE STORE CONSTRUCTION TYPE: V - 8 BUILDING HEIGHT. 20'-7 ,45OVE FINISHED FLOOR 5,451C ALLOW,45LE FLOOR AREA: 9,000 S.F. RETAIL AREA (iNCL. RE5TROOM5): 28ei5 S.F. MAIN BUILDING = 4k30 S.F. EXTERIOR FREEZER/COOLER = 1(00 S.F. FiRE SPiRiNKLER: NONE FiRE RESi5TANCE RATINGS OF EXTERIOR WALLS TABLE &01 ,AND C202 - NON -RATED OCCUPANT LOAD: MEIRC,ANTILE: OFFICE: 5TORAGE/REC./SVC.: TOTAL: EGRESS WIDTH.- D AT STOREFRONT DOOR NEAR ;RO 5HEET CONTENTS GENERAL G-0.0 TITLE, INDEX, AREA MAP AND CODE ANALYSIS. G-0-05 ENVELOPE COMCHECK Go-0.1 NOTE SHEET. CIVIL ENGINEERING Ci CIViL COVER/INDEX SHEET C2 CiViL NOTES SHEET G3 CIViL EXISTING SiTE PLAN C4 CIVIL PROPOSED SITE PLAN C5 CIVIL GRADING PLAN Cro CIVIL UTILITY PLAN Ci CIVIL DETAILS CS CIVIL DETAILS C9 CIViL STORM WATER POLLUTION PREVENTION PLAN CIO CIViL STORM WATER POLLUTION PREVENTION DETAILS LANDSCAPING Li LANDSCAPE PLAN L2 IRRIGATION PLAN ARCHITECTURAL A-0.0 ARCHITECTURAL SITE PLAN A-1.0 FLOOR SLAB PLAN A-1.1 FLOOR FRAMING PLAN A-13 EXIT 4 GO ER -GUARD PLAN A-15 EQUIPMENT PLAN A -I o REFLECTED CEILINGS PLAN A - i.i ROOF PLAN A-1.8 WALL TYPE PLAN A-2.1 EXTERIOR ELEVATIONS. A-22 EXTERIOR ELEVATIONS. A-23 CANOPY ELEVATIONS CSl CANOPY STRUCTURAL PLANS, NOTES AND DETAILS C52 CANOPY STRUCTURAL DETAILS C53 CANOPY STRUCTURAL DETAILS A-2.4 INTERIOR ELEVATIONS A-2.5 INTERIOR ELEVATIONS A-2b INTERIOR ELEVATIONS A-3.1 BUILDING SECTIONS. A-4.1 WALL SECTIONS. A-42 WALL SECTIONS. A-43 WALL SECTIONS. A-5.1 ENLARGE PLAN AND ELEVATIONS A-6.1 DOOR SCHEDULE A-1.1 WINDOW SCHEDULE A-8.1 FINISH SCHEDULE A-82 WALL TYPES A-53 WALL TYPES A-a.4 WALL TYPES A-9.1 MILLWORK CASH WRAP PLAN, SECTIONS AND ELEVATIONS A-92 CASHWRAP FRAMING A-93 DETAILS (DELI COUNTER AND CAPPUCCINO COUNTER) A-9.4 DETAILS (PASTRY ISLAND AND OFFICE) A-9.5 DETAILS (PLUMBING, CONDIMENT 4 HOTDOG COUNTER) A-9.6 DETAILS (DRINK/SLUSH WALL) A-10.1 DETAILS A-102 DETAILS A-103 DETAILS A-10.4 DETAILS A-10.5 DETAILS A-11.1 SIGN DETAIL STRUCTURAL DRAWINGS 51.0 GENERAL STRUCTURAL NOTES 6I.1 SPECIAL INSPECTIONS 4 TESTING 52.0 FOOTING a FOUNDATION PLAN 53.0 ROOF FRAMING PLAN 54.0 FRAMING DETAILS 54.1 FRAMING DETAILS 542 FRAMING DETAILS 55-0 TRELLIS PLANS AND DETAILS PLUMBING P1.0 PLUMBING SiTE PLAN P2.0 PLUM5iNG WASTE PLAN P2.1 PLUM5INGS WATER PLAN P22 PLUM5iNG WATER a GAS PLAN P23 PLUMBING WATER PLAN P2.4 PLUMBING WATER a GAS PLAN P3.0 PLUMBING NOTES, SCHEDULES 4 DETAILS P3.1 PLUMBING DETAILS P32 PLUMBING ISOMETRICS 4 ROOF DRAINS REFRIGERATION R-1.0 REFRIGERATION FLOOR PLAN R-2.0 REFRIGERATION ROOF PLAN R-DI REFRIGERATION DETAILS MECHANICAL M-1.0 MECHANICAL ROOF PLAN M-1.1 MECHANICAL FLOOR PLAN M-2.0 MECHANICAL DETAILS M-3.0 MECHANICAL COMCHECK ELECTRICAL E-0.0 ELECTRICAL NOTES 4 SCHEDULES E-1.0 ELECTRICAL SiTE PLAN E-1.1 CONDUIT AND CONDUCTOR SCHEDULE E-2.0 ELECTRICAL LIGHTING PLAN E-3.0 ELECTRICAL POWER PLAN E-3.1 ENLARGED POWER PLAN E-32 ELECTRICAL ROOM PANEL ELEVATIONS E-33 ELECTRICAL ROOF PLAN E-3.4 ELECTRICAL INTERIOR ELEVATIONS E-4.0 POWER RISER E-4.1 PANEL SCHEDULES E-5.0 ELECTRICAL GOMCHECK E-DI ELECTRICAL DETAILS FUEL DISPENSING DRAWINGS PE-1.0 FUEL PIPING PLAN PE-1.1 FUEL EQUIPMENT DETAILS PE-12 FUEL SYSTEM DETAILS PE -13 FUEL SYSTEM SCOPE OF WORK PE-1.4 FUEL SYSTEM WIRING DIAGRAM PE-1.5 FUEL SYSTEM CONTROL WIRING DIAGRAM dixon architecture, Planning. interiors 833 south 200 east salt lake city, ut 84111 phone: 801.595.6400 www.dixonsic.com CONSULTANTS NOTE: Bid documents should not be separated or issued as partial sets to subcontractors. Bidders are responsible for all portions of the documents that pertain to the work covered by sub -bids. Bidder assumes full responsibility for errors or misinterpretations resulting from use of partial sets or Bidding Documents by itself or any sub -bidder. Conflicting information or errors found in the construction documents should be brought to the attention of the architect immediately so that questions and concerns may be clarified by addendum. In the event of a conflict in the drawings, bidder should not assume that the least expensive option will meet the project requirements. ADVENTURE'S FIRST STOP r PkVEnm� CONSTRUCTION! # I DATE I DESC. ISSUE: _ N_OVEMBER 18, 2013 PROJECT NO: _ 9033 DRAWN BY: KJM CHECKED BY: TA SHEET TITLE COVER SHEET G-0.0 © 2013 DIXON o�o 2 A-4.1 lC-1) 14 -10. I ELEV. 120' -1 TOP OF WALL VV DENTiLS 9 ELEV.111'-10" ) LIGHT FIXTURE BASE — — — — — �................ 3a S ELEV. IIV-0" SOFFIT - t1 A-4.1 + 122'-O" TOP OF WALL _ i 12 0 oCo 12V-1" TOP OF ROOFING — — A-4.2 14 -10 11 12 + 123'-11" - -103 9 -10 TOP OF COLUMN CAPITAL 14 N w 12 13 21 8 SEE14 I 8 (55-1)I — — — — — — — — — 20 (6EL-2) 3 3 (S L-2) U �1 13 12 21 8 8 lBB-i) SEA -1O — lBB-1) (SEL-2) r) 5 1 1 2 1 2 A-3.1 A-4.1 A-4.1 A-4.1 A-41 (TYP.) -103 15 _ 117 -10" (TYP.) LI HT FIXTURE I I I � I I I t4 (c-u I 14 lc-v ELEV_ 120'-6" ::::: - -- - - - - ----- - — — — — TOP OF WALL dixon architecture, planning, Interiors 833 south 200 east salt lake city, ut 84111 phone: 801.595.6400 www.dixonslc.com CONSULTANTS MR tires is. BM � � � � � ��'. .����r—cam'—��"��� �� -�� t•� T R00R� rLIGHT FIXTURE BASE I �111�lpsswall % OIL ELEV. IIV-0" .t■. T.O. COLUMNS ELEV. 1OV-0" SIDE SOFFIT BOTTOM OF WINDOW ELEV. 100'-0" -- -�-F -__ �- - _ _ - -� - --- - -- - - =_- - -- — - - - - --� - - - - -- -- _ - --- -- - - - VARIES - - I 13 23 21 I I 4 I I 31 iS I 4 I - ( —i . 2 I FINISHED GRADE T.O. FINISHED FLOOR----- ( -.- 1- -- - -- -------- -- -- -------J— :--� i = --- �. 13 23 21 L o-------- -- L- - -- - - -- - • _ _ -- -- -- -- I- - -- �-- - -I :T -1-1 - - - - - BOTTOM of FOOTING BOTTOM OF FOOTING 1- - - - - - - - - - -I- - - BELOW FROST 5ELoW FROST DEPTH. SEE DEPTH. SEE I 1 1 : STRUCTURAL NOTE. STRUCTURAL DRAWINGS, VERIFY IDR,AWiNGS, VERIFY 1=ROST DEPTH WITH FROST DEPTH WITH ROS JURISDICTIONILOCAL JURISDICTION Bid documents should not be separated or issued as LOCALi FRONT ELEVATION artial sets to subcontractors. 5idders are responsible for ail portions of the documents that -2.1 SCALE: 1/� 11 = 1 '-oil pertain to the work covered by sub -bids. Bidder RER E E D NOT assumes full responsibility for errors or ■ misinterpretations resulting from use of partial sets of Documents by itself or any sub -bidder. A2 41 o CONCRETE FOOTINGS AND FOUNDATIONS. SEE 29 CONC. SLAB AT HOUSEKEEPiNG BEYOND, SLOPE Bidding Doc STRUCTURAL DRAWINGS. AWAY FROM BUILDING 448. SEE CiVIL FOR GRADES. Conflicting information or errors found in the 02 EXTERIOR CONCRETE WALK WITH SAWCUT JOINTS 3@ OWNER SUPPLIED/INSTALLED FREEZER/COOLER UNiT construction documents should be brought to the o O 2 i 2.2 O ONLY SLOPE 1.45 AWAY FROM THE BUILDING. SEE - METAL ROOF COLOR To MATCH E.IF.S.-i. attention of the architect immediately so that questions SiTE PLAN FOR REINFORCEMENT E LOCATION. ADA RAMP, SEE CIVIL AND ARCH. SITE PLAN. and concerns may be clarified by addendum. in the 31 ELEV. 126'-1" O3 CAULK ALONG DISSIMILAR MATERIALS. event of a conflict in the drawings, bidder should not 32 WHERE COLUMNS APPEAR AT ELEVATION ABOVE expensive option w111 meet the ale assume that the least TOP OF ROOFING I O STONE VENEER (BR-i SEE COLOR SCHEDULE), SEE CANOPY: B. E B. OVER LIQUID APPLIED AIR as DETAIL 3/A-10.4 AND I/A-1-1 BARRIER OVER SHEATHING OVER MTL. FURRING project requirements.the lest T I O-STOBR llESEEVENEER AiL 3/ACAP l@.4 AND }OALOR SCHEDULE 33 8'-®" HIGH WHITE VINYL FENCE. ♦ r ELEV. 123'-11" i0 � 2 12 9 2 8 8 AL�YENTURE .� FIRST STOP T.O. COLUMN CAPITAL 6 34 CAST BRONZE DOWNSPOUT NOZZLE. — — � � A-4.1 -103 A-43 A-4.1 A-3.1 A-43 O DASHED LINE IS LINE OF ROOF BEYOND O ROOF ACCESS LADDER WITH LOCKING SECURITY 35 VENT, SEE MECHANICAL DRAWINGS FOR AVEIR - GATE, BLOCKMG REQUIRED. SEE DETAIL 8/A-102 SPECIFICATIONS. ' PAINTED. 36 (2) 24" WiDE x 36" TALL SIGNAGE ACCESS DOORS. ELEV. 122'-0" it 4 (g BOARD d BATTEN OVER I" RIGID INSULATION, SEE G.C. To SUPPLY DOOR, FLASHING AND INSTALL. 14 - - - - - - - - DETAILS 8 COLOR SCHEDULE. (NONE FIRE RATED) DOOR SHALL BE ACUDOR �TM TOP OF WALL - - I A-103 9 (E.IF}S-3) I -1® (C-i) I I EIFS CORNICE, COLOR TO BE E.IF.S.-3, SEE COLOR PRODUCTS, ADWT, AIR TIGHT e WEATHER TIGHT. SCHEDULE ON SHEET A-0.1 CMBCI PRE-FAB, PRE -FINISHED ROOF PANELS. COLOR: 31 P®LG -PLY ROOFING iT iN MEMBRANE OVER ROOF'PLAN. STORE # 405 ELEV. 120 6 _ _ _ - _ WRAP MEMBRANE UP UNDER PARAPET CAP, TYP. TOP OF WALL ::::::::: 8 32 11 PREFiNISHED METAL EAVE FLASHING BY ROOF SEE SPEC_ ( M_1 ::: _ O IVIAVERIK InC. (BB 2) MANUFACTURER COLOR: C-1. :' :�:::: P MEMBRANE OVER THE WALL AND UNDER ALL 26 ::•::•:�: .. r. � 38 WRAP 0 - - - - - - - 12 PRE -FINISHED METAL FASCIA. COLOR: C-2 OF THE MTL ROOFING - o ::I: - - - - :::: ELEV . 11S 6 .....::::::. ���:=: � •::�:: - _ :�:.:�:::•:.... _ 221A1. Ust'Ck Rd. ....:::.... - - - - - - - - :::i: - - - - - - - - - - - - LIGHT FIXTURE ABOVE SIDE CANOPY - 39 PRIMARY ROOF DRAIN ON ROOF BEYOND, SEE 13 26 GAUGE PRE FINISHED METAL GUTTER (COLOR :$=::• :: ::. -1 I : #.:..:::::. C-2). NO EXTERNAL DOWNSPOUTS, GUTTER SHALL 3 8 Zoo PLUMBING DW+GS. MERIDIAN, ID 5646 g ATTACH TO INTERNAL DOt N510OUT WITH PRE -FINISHED � _2) ( ) METAL REDUCER STEM TO ATTACH TO 3" ABS PIPE 4 SECONDARY ROOF DRAIN ON ROOF BEYOND, SEE u , , , 12 :'::: -t -� 1 - 1/2, WITHIN COLUMN, WITH NO -HUM CONNECTOR, AND OUT PLUMBING DWGS. 8r FRONT OF STORE UNDER FRONT SIDE WALK. HEAT (B -1) TRACE THRU DRAIN PiPE. SEE ELECTRICAL PLAN_ 41 'Y' GROOVE, SEE DETAIL 8/A-1®.4 t 'SEE ARCHITECTURAL SITE PLAN TO SEE WHERE IT I- ELEV.T RMINATES. SEE CIVIL AND PLUMBING DRAWINGS. NON STO FO iGHT FIXTU (RIDGE .... . 111 -0 „ LLu :•:•:::-:• C- :::•: :.::: •::::•: E 42 CENTER PA RE R L RE o 0 0 o LI LIi� 0 0o I� 0 0 -- SOFFIT I:l::::•:r:?:: ELEV. im9'-0" 14 24 GAUGE PRE -FINISHED COPING SECURED TO 24 CANOPY) BE LOCATED IN THE CENTER OF THE 0 0 - - �- - - - - - - - - - GAUCxE PRE -FINISHED CONT. CONCEALED CLEAT ON (C--- - - - - - - BOTTOM of FRAMING ABOVE COOLER OUTSIDE OF PARAPET. FASTEN CLEAT ON OUTSIDE OF 43 8' TALL eMu WALL FOR TRASH ENCLOSURE, SEE SiTE o000 ELEV. Iola'-0° _--_------ ---: j =: _ 43 PARAPET WiTH GALVANIZED ROOFING NAiL AT �" O.C. PLAN SIDE CANOPY SOFFIT - - - - - ELEV. 1®�'-®" FASTEN INSIDE LEG OF COPING 70 PARAPET WiTH 9 (E.i 3) 3 (SE -1 ... (-- TOP OF FENCE NEOPRENE GASKETED FASTENERS. (NOTE:) ALL = SEAMS TO BE STANDING SEAM, No LAPS ALLOWED) # DATE DESC. (COLOi2IM,ATERIAL CODES MITER AND RETURN TO PARAPET WALL, SEE DETAIL EOI�ND ON SHEET ,4-5.1) - _ 1� HOLLOW METAL DOOR FRAME AND DOOR, PAINTED. ELEV. 104 -� _ - T.O. CAP STORE FRONT WINDOW FRAMING SYSTEM. ---____---------------------------- - (COLOR - - / IS ALUMINUM ENTRY DOOR P-3) 2S ISSUE: NOVEMBER 18, 2013 o19SILI CON GLAZING SEALANT. — -----__--- PROJECT NO: 9033 2@ MFC,g CRL BRUSHED STAINLESS 2" X 2" SQUARE - - - - - - = --- ELEV. 99'-4" SMOOTH FACE MALL FRONT CLAMP. SEE SHEET A-i.i. DRAWN BY: KJM T.O. FINISHED FLOOR SEE CIVIL FINISH GRADE , 21 PRE -FINISHED MTL. SOFFIT, COLOR C-3. I I I I 4 � 13 23 21 4 I I I o CHECKED BY: TA y l - - - -- _ o -- - - - I- - - .- - I- -- -- - - - -- -. -_ - _-- - _ - - - -- OWNER SUPPLIED AND CONTRACTOR/VENDOR FI I 1 r-- --- i I - _ -- - ----------- ---i - I -- - -1 SHEET TITLE • BOTTOM OF FOOTING INSTALLED ICONS. _ _ _ BOTTOM OF FOOTING _ _ — — — — -- — - — — — — — -- _.. _ _- -- - -- — — — — —�— ___------- — — - BELOW FROST I I I I BELOW FROST 23 SEE MECHANICAL / PLUMBING PLANS. DEPTH. SEE 1 I I I I 1 STRUCTURAL 24 GALVANiZED MAIN DRAIN DOWNSPOUT. (SEE DRAWINGS, VERiFY DRAWINGS, VERIFY O SPECIFICATIONS)_ FR05T DEPTH WITH FROST DEPTH WiTH 2S SEE ELECTRICAL PLANS. ARCHITECTURAL LOCAL JURISDICTION LOCAL JURISDICTION 2ro SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL. ELEVATIONS 21 HEAT TRACE THRU DRAIN PIPE. SEE ELECT. PLAN, CONTROL BOX ON FACADE TO BE CENTERED OVER 2 RIGHT ELEVATION GUTTER, PAINT TO MATCH E.I.F.S- 28 8" WHITE ADHESIVE LETTERS FOR BUILDING ADDRESS ON INTERIOR WiNDOW SURFACE, G.C_ TO SUBMIT A-2.1 &CAL.E. 1/4" = 1'-011 SAMPLE FOR ARCHITECT'S APPROVAL PRIOR TO APPLYING. VERIFY LETTER SIZE WITH LOCAL FIRE A_2 ■ 1 DEPT. © 2013 DIXON G 0 0 0 0 ELEV. 12s'-1" _ ------------------------- - - TOP OF ROOFING 3-1 2 8 4 A-4.1 A-43 -1fD A-43 A-43 A-43>- A-43 ELEV. 123'-11° (SIMJ -- --- -- -__ __ _------_ 0. COLU*N CAPITAL (COL C-1) 14 ELEV. 122'-0" i TOP OF WALL -) - - - - - - - - - - • � (E.I.F.-5.-3) ' - -- -- - I I i ELEV. 120'-&" . TOP OF WALL IN IMIN TOP OF UALL ELEV. l00'-0"-_-AlIIi­1�______\ Al I -- 9 A-3.1 O 35 ' I 3 A-4.1 UNDER BS 0 4 A-42 UP _ - -- CAP, TYP. 6 CA (C-1) 3 A-4.1 I 4 E6 I I I 43 i I G-� (J U U �- I--- .--- - - - - -- ---- - -- �-- ------------ --------- - - _t, -- ---_-----i- -- - i M OF FOO PTH FRO' ,TRUC SEE 3E , 1 7RUGTUR.AL . >RAWINGS, VERIFY REAR ELEVATION ROST DEPTH WITH' OCAL JURISDICTION = �4-2.2 SCALE: 1/�4" 1'-0" A I ELEY. 114'-0" LIGHT FIXTURE - - ELEV. 108'-O" _ TOP OF FENCE OIL ELEV. 120'-7 TOP OF ROOFING ELEV. 123'-i1" T.O. COLUMN CAPITAL ELEV. 122'-0" TOP OF WALL ELEV. 120'-ro" TOP OF WALL Agk ELEV. 1,1'-O" SOFFIT ELEV. 1013'-0" T.O. CAP (SPOUTS) ELEV. 104'-&" T.O. CAP - - u ELEV. 100'-0" ELEV. 99'-4" - _ - - - - -- - - - - T.O. FINISHED FLOOR FINISH GRADE, SEE CIVIL I I I 3 21 23 I I - - - - - - - - - -- - --1 ----------------------�-- I ----- - _ - - - I - _1 L1 i 13 23 2i --- �-------- ---- ----�--1----- � r---------- _ _ _�_ -1-- -I BOTTOM OF FOOTING BOTTOM OF FOOTING L.--- ----------1--- - -----_.W------- - 1------------ �5ELouj FROSTDEPTH. SEE i 1 - - BELOW FROST � ! DEPTH. SEE STRUCTURAL ! I I ! STRUCTURAL DRAWINGS, VERiFY DRAWINGS, VERiFY FROST DEPTH WiTH FROST DEPTH WITH LOCAL JURISDICTION LOCAL JURi D C 10 ELEV. " 2 F E L AT I TOP OF ROOFING OrNu ELEV. 122'-0" ik TOP OF WALL ELEV. 120'-6" TOP OF WALL (C-1) SCALE: 1/4" = 1' - 0" 4 I CONCRETE FOOTINGS AND FOUNDATIONS. SEE STRUCTURAL DRAWINGS. i EXTERIOR CONCRETE WALK WiTH SAWCUT JOINTS ONLY, SLOPE 1:45 AWAY FROM THE BUILDING. SEE SITE PLAN FOR REINFORCEMENT 4 LOCATION. CAULK ALONG DISSIMILAR MATERIALS. STONE VENEER (5R-1 SEE COLOR SCHEDULE), 5EE DETAIL 3/A-10.4 AND 1/A-1.1 STONE VENEER 5iLL CAP (SEE COLOR SCHEDULE dixon 5R-1). SEE DETAIL 3/A-10.4 AND i/A-1.1 1 DASHED LiNE 15 LINE OF ROOF BEYOND architecture, planning,intertors ROOF ACCE55 LADDER WITH LOCKING SECURITY 833 south 200 east GATE, BLOCKING REQUIRED. SEE DETAIL 8/A-102 salt lake city, ut .84111 PAINTED. phone: 801.595.6400 BOARD 4 BATTEN OVER i" RIGID INSULATION, SEE www.dixonslc.com DETAILS 4 COLOR SCHEDULE. EiF5 CORNICE, COLOR TO BE E.IF.S.-3, SEE COLOR SCHEDULE ON SHEET A-8.1 MBCI PRE-FAB, PRE -FINISHED ROOF PANELS. COLOR: C-1. PREFINI514ED METAL EAVE FLASHING BY ROOF MANUFACTURER. COLOR: C-i. PRE -FINISHED METAL FASCIA. COLOR: C-2 26 GAUGE PRE -FINISHED METAL GUTTER (COLOR: C-2). NO EXTERNAL DOWNSPOUTS, GUTTER SHALL ATTACH TO INTERNAL DOWNSPOUT WITH PRE -FINISHED METAL REDUCER STEM TO ATTACH TO 3" A55 PIPE WITHIN COLUMN, WITH NO -HUM CONNECTOR, AND OUT FRONT OF STORE UNDER FRONT 51DE WALK HEAT TRACE THRU DRAIN PIPE. SEE ELECTRICAL PLAN. SEE ARCHITECTURAL SITE PLAN TO SEE WHERE IT TERMINATES. SEE CIVIL AND PLUMBING DRAWINGS. 24 GAUGE PRE -FINISHED COPING SECURED TO 24 GAUGE PRE -FINISHED CONT. CONCEALED CLEAT ON OUTSIDE OF PARAPET. FASTEN CLEAT ON OUTSIDE OF CONSULTANTS PARAPET WITH GALVANIZED ROOFING NAiL AT 6" O.C. -----_--. -___. -- - FASTEN iN51DE LEG OF COPING TO PARAPET WiTH NEOPRENE GA5KETED FASTENERS. (NOTE:) ALL SEAMS TO BE STANDING SEAM, NO LAPS ALLOWED) MITER AND RETURN TO PARAPET WALL, SEE DETAIL 5/A-103. HOLLOW METAL DOOR FRAME AND DOOR, PAINTED. STORE FRONT WiNDOW FRAMING SYSTEM. ALUMINUM ENTRY DOOR SILICON GLAZING SEALANT. MFC19 CRL BRUSHED STAINLESS 2" X 2" SQUARE SMOOTH FACE MALL FRONT CLAMP. SEE SHEET A-1.1. PRE -FINISHED MTL. SOFFIT, COLOR C-3. OWNER SUPPLIED AND CONTRACTOR/YENDOR INSTALLED ICONS. SEE MECHANICAL / PLUMBING PLANS. NOTE: GALVANIZED MAIN DRAIN DOWNSPOUT. (SEE SPECIFICATIONS). Bid documents should not be separated or issued as SEE ELECTRICAL PLANS. partial sets to subcontractors. Bidders are SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL. responsible for all portions of the documents that pertain to the work covered by sub-blds. Bidder HEAT TRACE THRU DRAIN PIPE. SEE ELECT. PLAN, assumes full responsibility for errors or CONTROL BOX ON FACADE TO BE CENTERED OVER misinterpretations resulting from use of partial sets of GUTTER, PAINT TO MATCH E.1F.S- Bidding Documents by itself or any sub -bidder. 8" WHITE ADHESIVE LETTERS FOR BUILDING ADDRESS Conflicting information or errors found in the ON INTERIOR WINDOW SURFACE, G.C. TO SUBMIT ht to the construction documents should be brow SAMPLE FOR ARCHITECTS APPROVAL PRIOR TO 9 APPLYING. VERIFY LETTER SIZE WiTH LOCAL FIRE attention of the architect immediately so that questions DEPT. and concerns may be clarified by addendum. in the CONC. SLAB AT HOUSEKEEPING BEYOND, SLOPE event of a conflict in the drawings, bidder should not AWAY FROM BUILDING 1.48. SEE CIVIL FOR GRADES. assume that the least expensive option will meet the OWNER SUPPLIED/INSTALLED FREEZER/COOLER UNIT project requirements. - METAL ROOF COLOR TO MATCH } ADA RAMP, SEE CIVIL AND ARCH. SITE PLAN, ADVENTURES FIRST STOP } WHERE COLUMNS APPEAR AT ELEVATION ABOVE CANOPY: B. 4 B. OVER LIQUID APPLIED AiR BARRIER OVER SHEATHING OVER MTL. FURRING AVE111 V-0" HIGH WHITE VINYL FENCE. CAST BRONZE DOWNSPOUT NOZZLE. TM VENT, SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. STORE#f" .{¢ 405 (2) 24" WIDE x 36" TALL SIGNAGE ACCESS DOORS. G.C. TO SUPPLY DOOR, FLASHING AND INSTALL. A1/E RI K, Inc. (NONE FIRE RATED) DOOR SHALL BE ACUDOR PRODUCTS, ADWT, AiR TIGHT 4 WEATHER TiGHT. SINGLE -PLY ROOFING MEMBRANE OVER RIGID 2��/02 YII ® Ustick Rd, POLYiSOCYANURATE INSULATION, SEE ROOF PLAN. WRAP MEMBRANE UP UNDER PARAPET CAP, TYP. MERIDIAN,SEE SPEC. 1 D 33646 WRAP MEMBRANE OVER THE WALL AND UNDER ALL OF THE MTL ROOFING PRIMARY ROOF DRAIN ON ROOF BEYOND, SEE PLUMBING DUGS. SECONDARY ROOF DRAIN ON RooF BEYOND, SEE PLUMBING D11,155. 'V' GROOVE, SEE DETAIL 8/A-10.4 1 CENTER PAN ON STORE FOR LIGHT FIXTURE (RIDGE CAN NOT BE LOCATED IN THE CENTER OF THE CANOPY) 8' TALL CMU WALL FOR TRASH ENCLOSURE, SEE SiTE PLAN (COLO"ATERIAL CODES POUND ON SHEET A-8.1) # DATE DESC. ISSUE: -- - ------ PROJECT NO: DRAWN BY: NOVEMBER 18, 2013 ---- ---------- — - 9033 KJM CHECKED BY: TA SHEET TITLE A-2.2 © 2013 DIXON PLYWOOD, SEE STRUCTURAL I I I I I I LIGHT STORAGE (300 PSF MAX.) EDGE PROTECTION I I I I I RIM TRACK m I I I I I I TOP TRACK I I I MTL. STUDS, SEE FRAMING PLAN LI t St 3/4" PLYWOOD WALL SHEATHING, SEE STRUCTURAL V TYPE 'X' GYP. BEAM OSTO IT ION SHOWN OCATEj D IN BD., PAINTED I I _ q DETAIL 15/5-4.1 OR lu LOW STORAGE JOISTS TYPE X GYP. BR, PAINTED U AS SHOWN S PAGE � r33 EQUIPMENT I I ' `" OFFICE SCALE: 1-1/2" = 1'-O" FRAMING -.4,,WALL • si 0, 0 IF 4 I E"qmm SCALE: 1/4" = 1' - 0" OlL ELEV. iito'-®" BEARING POINT ELEV. 100'-0" FINISH FREEZER FLOOR OgL ELEV. TOP OF FREEZER SLAB T USED A-3.1 SC, ,LE: 1-1/2" = 1'-0" �® O O + 12V--1"/ I I I T _ 'TIO OFFICE "'j SC. ALE: 1-1/2" = 1'-o" - ROOF PLAN Jk_ BEARINGS POINT GUTTER DRAINS INTO CONCEALED PIPE INSIDE WALL WITH HEAT TRACE (CONTROL AT ROOF) (COLOR: C-1) H a23 4 lil Till lII 1 111 (COLOR: C-1) CONTROL SCALE: NOT TO 5GALE AND. DO NOT 5GAL1= a 112M H-TE: ZER SLAB 01 PROPERLY PREPARED SUB GRADE OR ENGINEERED FILL. REFER TO SOILS REPORT. O GRANULAR BASE , SEE STRUCTURAL �3 CONCRETE FOOTINGS AND FOUNDATIONS. SEE STRUCTURAL PLANS. �4 4" EXTERIOR CONCRETE WALK SLOPE i/4" AWAY FROM THE BUILDING. SEE STRUCTURAL FOR REINFORCING. O REINFORCED CONCRETE FLOOR SLAB, SEALED WHERE NOTED, SEE FLOOR PLAN, SEE STRUCTURAL dixon FOR REINFORCING. OBRICK VENEER, 5R-1, SEE ELEVS. architecture, planning,lntertors O BRICK VENEER CAP, 5R-1, SEE ELEVS. 833 south 200 east soft lake city, ut 84111 O 6" MTL. STUDS, SEE FLOOR PLAN phone: 801.595.6400 O4xro BLOCKING. www.dixonslc.com 10 -f/fro" OSB SHEATHINGS. 11 15/32" OSS SHEATHING. 12 MTL. STUDS, SEE STRUCTURAL DRAWINGS. 13 NOT USED 14 2x STUDS, SEE STRUCTURAL DRAWINGS. 15 STEEL SEAM (SEE STRUCTURAL). fro SHIM. ii NOT USED 18 STEEL BEAM. SEE STRUCTURAL DRAWINGS. 19 STEEL TRUSSES. SEE STRUCTURAL DRAWINGS. 20 STEEL JOIST, SEE FRAMING PLAN ON STRUCTURAL DRAWINGS. ELECTRICAL DWGS, AND MECHANICAL DWGS. PAINT CEILING, (COLOR CL-I) 21 2" EXTRUDED POLYSTYRENE FOUNDATION INSULATION. CONSULTANTS 22 R-i8 SATT INSULATION. 23 BOARD d BATTEN, SEE COLOR SHEDULE AND ELEVATIONS 24 EiFS, SEE COLOR SCHEDULE AND ELEVATIONS 25 PRE -FINISHED ROOF PANEL. COLOR: C-1. 26 PRE -FINISHED WALL TO ROOF METAL FLASHING BY METAL ROOF MANUFACTURER. (COLOR: C-i). FLASHING TO EXTEND UP UNDER EIFS SYS. MIN. 5" 2� PRE -FINISHED METAL SAVE FLASHING BY ROOF MANUFACTURER. COLR: C-1. 28 PRE -FINISHED FLUSH -JOINT METAL SOFFIT. SEE SPECIFICATIONS. COLOR: C-3. 29 PRE -FINISHED METAL FASCIA. COLOR C-1. 3@0 PRE -FINISHED GUTTER (COLOR: C-2). 31 24 GAUGE PRE -FINISHED COPING SECURED TO 24 GAUGE PRE -FINISHED CONT. CONCEALED CLEAT ON OUT5iDE OF PARAPET. FASTEN CLEAT ON OUTSIDE OF PARAPET WITH GALVANIZED ROOFING NAiL AT 6" O.C. NOTE: FASTEN INSIDE LEGS OF COPING TO PARAPET WITH — - -- NEOPRENE GASKETED FASTENERS. (NOTE:) ALL Bid documents should not be separated or issued as SEAMS TO BE STANDINGS SEAM, NO LAPS ALLOWED) partial sets to subcontractors. Bidders are 32 24 GAUGE REGLET AND COUNTER FLASHING. responsible for all portions of the documents that 33 30 LB. BUILDINGS PAPER. pertain to the work covered bS sub -bids, Bidder assumes full responsibility for errors or 34 SINGLE -PLY ROOFING MEMBRANE, WRAP UP UNDER misinterpretations resulting from use of partial sets of PARAPET CAP, TYPICAL. Bidding Documents bS itself or any sub -bidder. 35 3" POLYISOCYANURATE INSULATION. 36 ACCESS PANEL. 24" x arc" WITH WEATHER STRIPPING. Conflicting information or errors found in the construction documents should be brought to the STORE FRONT WINDOW FRAMING SYSTEM, attention of the architect immediately so that questions 38 ALUMINUM ENTRY DOOR and concerns may be clarified by addendum. In the event of a conflict in the drawings, bidder should not 39 5/8" TYPE "X" GYP. BD., SEE WALL TYPES. assume that the least expensive option will meet the METAL STUD HORIZONTAL BRACING AT TOP OF ALL project requirements. VERTICAL STUD WALLS. SEE STRUCTURAL 41 METAL CEILING SUSPENSION SYSTEM. ADVENTURES FIRST STOP 42 EXTERIOR FREEZER COOLER ROOF PROVIDED BY OWNER, GENERAL CONTRACTOR TO INSTALL. 43 OWNER SUPPLIED/INSTALLED FREEZER/ COOLER AVEDI 44 VAPOR BARRIER BENEATH GRANULAR FiLL, SEE SPECS. 45 SEE MECHANICAL / PLUMBING PLANS. T" 4P ROOF ACCESS LADDER, SEE ROOF PLAN.. TORE 405 4i ROOF DRAiN PiPE. 48 SEE ELECTRICAL PLANS. AV R I K, Inc. 49 SURFACE MOUNTED LIGHT FiXTURE. HEAT TRACE THRU DRAiN PIPE. SEE ELECTRICAL 202 W. Ustick Rd. PLAN. 51 NOT USED MERIDIAN, ID 63646 52 SEE STRUCTURAL DRAWINGS. 53 CONT. SEALANT AROUND STOREFRONT SYSTEM, TYPICAL, SEE ELEVS. 54 NOT USED 55 FLOOR JOISTS, SEE STRUCTURAL �O 00 COO DO 56 NOT USED ON N IMM 5'1 FLOOR SINK, SEE MECH/PLUMB. PLANS 58 THICKENED SLAB BENEATH BEARING WALL, SEE STRUCTURAL DRAWINGS 59 BEER COOLER WALL, SEE FLOOR PLAN ® EXTERIOR WALL, SEE FLOOR PLAN. rol METAL STUDS, SEE FLOOR PLAN 62 NOT USED r 3 NOT USED ro4 WHERE COLUMNS APPEAR AT ELEVATION ABOVE CANOPY: EF15 SYSTEM OVER VAPOR BARRIER OVER SHEATHING OVER MTL. FURRING. �5 CAULK CONTINUOS AROUND OUTSIDE COOLER # DATE DESC. ISSUE: NOVEMBER 18, 2013 PROJECT NO: 9033" BY: _ KJM _DRAWN CHECKED BY: TA BETWEEN COOLER AND EXT. SiDiNG. SHEET TITLE PROVIDE SIGN INDICATING THE MAXIMUM AMOUNT OF j --- ---- WEIGHT-- FOR SHELF. (300 P.S.F. MAX) , , ," , r " 1 I r SCALE: 1/4" = 1'-011 BUILDING' ECT - A-3.1 I 5C,4LE: 1/41 = 1'-0" A-3.1 © 2013 DIXON